Reappraisal of linear shrinkage test for plasticity index determination and classification of fine-grained soils

[1]  Stephen O. Ekolu,et al.  Standard relationship between plasticity index and linear shrinkage: revisited , 2021, Proceedings of the Institution of Civil Engineers - Geotechnical Engineering.

[2]  A. Soltani,et al.  Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations , 2021, Geotechnical Testing Journal.

[3]  P. Paige-Green,et al.  The bar linear shrinkage test – More useful than we think! , 2021, Geotechnics for Developing Africa.

[4]  Brendan C. O'Kelly,et al.  Reappraisal of the ASTM/AASHTO Standard Rolling Device Method for Plastic Limit Determination of Fine-Grained Soils , 2021, Geosciences.

[5]  Brendan C. O'Kelly,et al.  Review of Recent Developments and Understanding of Atterberg Limits Determinations , 2021, Geotechnics.

[6]  S. Islam.  A study on the mechanical behaviour of three different fine-grained mine tailings , 2021 .

[7]  A. Soltani,et al.  Discussion: Determining the plasticity properties of high plastic clays: a new empirical approach [Arab J Geosci (2020) 13(11), 394] , 2021, Arabian Journal of Geosciences.

[8]  P. J. Vardanega,et al.  Use of fall-cone flow index for soil classification: a new plasticity chart , 2021, Géotechnique.

[9]  B. Widjaja,et al.  New Relationship between Linear Shrinkage and Shrinkage Limit for Expansive Soils , 2020, IOP Conference Series: Materials Science and Engineering.

[10]  Cihan Öser.  Determining the plasticity properties of high plastic clays: a new empirical approach , 2020, Arabian Journal of Geosciences.

[11]  A. Vuppaladadiyam,et al.  Characterisation of overburden waste and industrial waste products for coal mine rehabilitation , 2019 .

[12]  G. Sreelekshmypillai,et al.  Prediction of CBR value of fine grained soils at any rational compactive effort , 2019 .

[13]  G. Spagnoli,et al.  The Flow Index of Clays and Its Relationship with Some Basic Geotechnical Properties , 2019, Geotechnical Testing Journal.

[14]  B. Kumar,et al.  Prediction of compaction parameters for fine-grained and coarse-grained soils: a review , 2019, International Journal of Geotechnical Engineering.

[15]  A. Taheri,et al.  Consistency limits and compaction characteristics of clay soils containing rubber waste , 2019, Proceedings of the Institution of Civil Engineers - Geotechnical Engineering.

[16]  J. Kodikara,et al.  Experimental and Numerical Investigation of Flexural Behavior of Cemented Granular Materials , 2019, Journal of Materials in Civil Engineering.

[17]  P. J. Vardanega,et al.  Use of fall cones to determine Atterberg limits: a review , 2018, Géotechnique.

[18]  Sujeeva Setunge,et al.  Variation in physical and mechanical properties of fired-clay bricks incorporating ETP biosolids , 2016 .

[19]  W. Timms,et al.  Stress-dependent hydraulic properties of clayey-silt aquitards in eastern Australia , 2016 .

[20]  V. Sivakumar,et al.  Measuring the plastic limit of fine soils: an experimental study , 2015 .

[21]  Xin Kang,et al.  Assessment of empirical equations for the compression index of fine-grained soils in Missouri , 2015, Bulletin of Engineering Geology and the Environment.

[22]  D. Giavarina.  Understanding Bland Altman analysis , 2015, Biochemia medica.

[23]  P. J. Vardanega,et al.  Fundamental basis of single-point liquid limit measurement approaches , 2014 .

[24]  Malcolm D. Bolton,et al.  The plastic limit of clays , 2013 .

[25]  Y. Erzin,et al.  The unique relationship between swell percent and swell pressure of compacted clays , 2013, Bulletin of Engineering Geology and the Environment.

[26]  G. Fanourakis.  Estimating soil plasticity properties from pedological data , 2012 .

[27]  D. A. Cameron,et al.  Properties of Recycled Concrete Aggregate for Unbound Pavement Construction , 2012 .

[28]  Robert P. Chapuis,et al.  Predicting the saturated hydraulic conductivity of soils: a review , 2012, Bulletin of Engineering Geology and the Environment.

[29]  A. Sridharan,et al.  Re-examination of Undrained Strength at Atterberg Limits Water Contents , 2012, Geotechnical and Geological Engineering.

[30]  V. Sivakumar,et al.  A new method of measuring plastic limit of fine materials , 2009 .

[31]  U. Pillai,et al.  Self-repair of compacted Vertisols from Central Queensland, Australia , 2008 .

[32]  A. Lutenegger,et al.  Shrinkage of Clays , 2006 .

[33]  K. Prakash.  Discussion of “Plastic Limit, Liquid Limit, and Undrained Shear Strength of Soil—Reappraisal” by Binu Sharma and Padma K. Bora , 2005 .

[34]  D. Fall.  A NUMERICAL MODEL FOR RAPID DETERMINATION OF PLASTICITY OF FINE-GRAINED SOILS , 2000 .

[35]  Asuri Sridharan,et al.  DETERMINATION OF THE PLASTICITY INDEX FROM FLOW INDEX. TECHNICAL NOTE , 1999 .

[36]  D. Altman,et al.  Measuring agreement in method comparison studies , 1999, Statistical methods in medical research.

[37]  F Netterberg,et al.  CALCRETE WEARING COURSES FOR UNPAVED ROADS , 1978 .

[38]  Brendan C. O'Kelly,et al.  Review and critical examination of fine-grained soil classification systems based on plasticity , 2021 .

[39]  A. Soltani,et al.  Discussion of “The Flow Index of Clays and Its Relationship with Some Basic Geotechnical Properties” by G. Spagnoli, M. Feinendegen, L. Di Matteo, and D. A. Rubinos, published in Geotechnical Testing Journal 42, no. 6 (2019): 1685–1700 , 2020 .

[40]  G. Spagnoli,et al.  Closure to “Discussion of ‘The Flow Index of Clays and Its Relationship with Some Basic Geotechnical Properties’ by G. Spagnoli, M. Feinendegen, L. Di Matteo, and D. A. Rubinos” , 2020 .

[41]  E. Arthur,et al.  Repeatability and agreement between methods for determining the Atterberg limits of fine‐grained soils , 2020 .

[42]  David J. Williams,et al.  Geotechnical characterisation of neutralised red mud for use in civil engineering construction and manufacturing , 2017 .

[43]  Brendan C. O'Kelly,et al.  Discussion: Measuring the plastic limit of fine soils: an experimental study Reply , 2016 .

[44]  AmarisiriAruna,et al.  Numerical modelling of desiccation cracking in a restrained ring test , 2014 .

[45]  I L Whyte,et al.  SOIL PLASTICITY AND STRENGTH--A NEW APPROACH USING EXTRUSION , 1982 .

[46]  H Y Fang,et al.  RAPID DETERMINATION OF LIQUID LIMIT OF SOILS BY FLOW INDEX METHOD , 1960 .

[47]  Edward S. Barber,et al.  Discussion of Engineering Properties of Expansive Clays by Wesley G. Holtz and Harold J. Gibbs , 1956 .